Defence Statutory Bodies & Commissions/Committees Closing in 23 days TDR #57612235

Tender For Provn, Addition And Alteration Of Security Infrastructure At Tk Tptr Under Ge (N) Akhnoor

Issued by Statutory Bodies & Commissions/Committees · Udhampur, Jammu and Kashmir
Tender Value
2.69 Crore
Estimated cost
Bid Submission
19 Oct 2026
23 days left
EMD
3.44 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Udhampur → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Provn, Addition And Alteration Of Security Infrastructure At Tk Tptr Under Ge (N) Akhnoor

BOQ

Name of Work:- PROVN, ADDITION AND ALTERATION OF SECURITY INFRASTRUCTURE AT TK TPTR UNDER GE (N) AKHNOOR
Sl. No. Item Description
1Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in any kind of soil and disposal of excavation earth lead upto 50m, complete all as specified and directed.
2100mm thick, plain cement concrete, 1:4:8, type D-2 (using 40mm graded crushed stone aggregate) as in sub base of floors, path/hardstanding etc; complete all as specified and as directed.
3Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed.
4Hard core of broken stone or boulders guage not exceeding 63mm, deposited, spreading in layer not exceeding 15cm thick, watered and rolled/rammed to a true surface, complete all as specified and directed.
5Plain cement concrete 1:2:4, (nominal mix) type B-1, using 20mm graded crushed stone aggregate, as in plinth courses, coping, benching concrete, kerb, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work complete all as specified.
6Earth work in excavation by mechanical means Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out in all kind of soil (the excavated soil) and disposal of surplus excavated soil, within a lead of 50m complete all as specified and directed.
7PCC 1:3:6 type C-2, (using 40mm graded crushed stone aggregate) as in foundations, filling or mass concrete, complete all as specifed and directed.
8450mm dia, reinforced concrete pipes, class NP3, laid and jointed complete with collars, complete all as specified and directed.
9Returning, filling in any kind of soil, including spreading, leveling, watering and well ramming in layers not exceeding 25cm complete all as specified and directed.
10Steel tubular swaged poles, truly vertical or planted as strut complete with 6 mm thick mild steel base plate, welded to pole, finial taper cap, bolts, nuts & screws poles made out of ERW MS tubing conforming to IS-2713 Part-II type 410, SP-31 (9.0m long) including drilling of holes of required size for fixing of cross arms, including painting the exposed surfaces of pole with two coats of aluminium paint over a coat of red oxide zinc chrome primer and two coats of black bituminous paint internally & portion embedded in concrete, making five black & white bands at lower portion of pole each 300mm wide alternately, and marking pole No. with black paint at suitable height complete all as specified and directed.
11LED street light fitting 70 Watt, 230 V, AC, outdoor type with high pressure die cast aluminium housing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 66 protection, complete all as specified and directed.
12Supply, laying, jointing, testing and commissioning aluminium conductor, XLPE insulated, PVC inner sheathed, GI strip or wire armoured and overall PVC sheathed, heavy duty, 1100 volts grade in trenches/on surface of wall/ in DWC pipe including dressing and clamping the cable with MS Zinc Passivated clamps and fixing suitable thimbles/lugs including cable glands of suitable size etc; for following cross sectional area of cable complete all as specified and directed.
13Cross sectional area 16 Sqmm, 4 core
14Cross sectional area 35 Sqmm, 3.5 core
15Weather proof, flat three core PVC insulated & sheathed copper stranded conductor cables 1.5 sqmm, 3 core drawn through street light pole duly making the hole upper and down both plate and connection the street light to DB box complete all as specified and directed.
16GI tubing light grade 15mm dia for cable protection including all fittings, fixed in poles/walls, floors etc all as specified and directed.
17Street light bracket made out of 40mmx 5mm dia, medium grade GI pipe of 1.5m length, both end hole for fixing street light/security light fitting on Steel tubular pole including MS clamps, back plates fabricated from structural steel section 50mmx6m, including nuts, bolts, washers, welding cold or hot, drilling of holes for bolts, in any shape or size including two coats of aluminium paint over a coat of red oxide primer after preperation of steel surfaces, complete all as specified and directed.
18Junction box of inside dimension not less than 300mm x 300mm x 150mm and outer dimension of 400mm x 400mm x 200mm with locking arrangement suitable for 240V, 50Hz, including MCB, SP of 6 amp capacity, fixing with 4 No of aluminium busbar of 30 amp rating for three phase with neutral, painted with powder coating in siemens grey colour including clamp for fixing with steel pole complete all as specified and directed.
19GI tubing light grade 40mm dia for cable protection including all fittings, fixed in poles/walls floors etc all as specified and directed.
20Earthing complete with galvanized steel earth plate electrode 600mm x 600mm x 6mm buried directly in ground (earth pit not less than 2.25 m deep below ground level) with top edge of earth plate not less than 1.5m below normal ground level connected with galvanized iron earth lead wire 4mm dia by means of bolts, nuts, check nuts and washers of galvanized iron or steel complete, 20mm dia GI medium grade watering pipe with funnel including charcoal, dust, salt, PCC M-15 type B1 in pit with angle iron (25x25x3)mm frame work with precast RCC 1:2:4 type B-1 cover reinforced with 8mm dia TMT bars @ 150mm C/C both ways and 12mm dia MS fabricated handle, test point etc. in and including medium grade GI protection pipe 15mm bore up to 7.5m length for drawing in earth lead wire, all as shown in electric plate No. 3 of SSR Part-I complete with necessary earth work in any type of soil, removal of soil to a distance not exc. 50m, testing on completion complete all as specified and directed. (Contd..../)
21Note:(i) On testing after completion of earthing, if desired earth resistance is not obtained, the earthing will be re-done by the contractor at his own risk & cost to the entire satisfaction.(ii) Supply and fix of the earth Pit chamber board for all earthing fixe in this project of 3.15mm thick mild steel sheet of size min 45cm x 30cm fixed with 12mm thick MS rod two Nos up to 90cm height by nut/bolts including spray painting with two coats of synthetic enamel black paint complete MS sheet both side including writing letters min 6cm height i.e; earth Pit No. location, earthinc test value and date and other letters complete all as specified and directed by Engr- in-Charge.
22Bricks, sub class 'B' brick, laid dry, flat with width equal to length of brick as cover laid over the cable to give mechanical protection to underground cabels complete all as specified and directed.
23Plain cement concrete 1:2:4, type B-1, using 20mm graded crushed stone aggregate, as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, coping, benching, kerb, benching, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified.
24Plain cement concrete type D-2, (1:4:8) using 40mm graded crushed stone aggregate as in foundation of electric poles/struts etc; including necessary form work and fair finished to exposed surfaces without using extra cement, complete all as specified and directed.
25Dismantling PCC poles, any size complete all as specified and directed.
26Supply, installation, commissioning and testing LT weather proof panel board, factory made, dust and vermi proof, powder coated, outdoor type, IP 65, double door shutter, powder coated, made out of CRCA 3.15mm thick outer and 1.6mm thick for inner door with angle iron (50x50x6)mm outoor, floor mounting type with Aluminium bus bar suitable for 3 phase, 4 wire 50 Hz, AC supply including PCC work, 0.6 mtr above ground level grouting etc; complete all as specified and directed as per following provisions:-Incoming: (a) Main incommer MCB, 63A, FP 10 KA -01No.(b) Control MCB, SP, 5 Amps- 01No.(c) Contractor3P, 63Amp wioth digital time switch for auto on/off-01 Set(d) LED indicator RYB-01Set. (e) Selector switch for bypass arrange,ent- 01 No.
27Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30cm in depth but not exceeding 1.5m in depth, exceeding 1.5m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in charge
28Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5m in depth but not exceeding 3m depth, exceeding 1.5m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead upto 50m and lift upto 3m, complete all as specified and directed.
29Plain cement concrete type D-2, (1:4:8) using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified and directed.
30Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work; vertical or to batter for rough finished surfaces of concrete flat, complete all as specified.
31Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc. vertical or to batter for fair finished surface of concrete flat, complete all as specified and directed.
32Reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns etc; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed.
33MS TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and directed.
34Mild steel, TMT bars 6mm to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and directed.
35Preparation of newly plastered or unplastered surface of wall or concrete surfaces and applying two coats of cement base paint over a coat of alkali resistant priming paint complete all as specified and directed.
36PVC (SWR) pipes, grade 'B', 110mm bore, single socketed in any length with rubber ring joints and laid in trenches or in floors, complete all as specified and as directed.
37Mild steel works as in hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed.
38Preparation of new concrete surfaces over 10cm in width or girth, not otherwise described and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed.
39Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified & directed.
40Punched tape concertina coil as per latest IS 6745-1972 with galvanised coating and punched type material as per IS deep drawn quality with galvanised coating having medium barbs fixed in position and secured to fence posts/straining Y- arm stretched to a length so as to achieve 600mm dia as in fencing including fixing with special galvanised fasteners such as J clips, C clips, U clips fixed at any height of security fence including necessary scaffolding complete all as directed.Size of Coil: 600mm dia and 2.5mm core wire thick.Type of strip: Heavy galvanised conforming to IS 1730 (1989).Type of core wire: Heavy galvanised conforming to IS 280-2006. Zinc coating to strip : 200GSM/SqmmZinc coating to line wire: 18 micronsTensile strength of wire: 1620 N/Sqmm.Weight: 8.00 Kg/per coil (± 5% tolerance).Stretchable length of each coil: 6m. Type of clip: Steel grade 'A' as per IS 2060 finished hot dip galvanised 20 micron.Steel strip: Width -19mm and thickness 0.5mmDistance between barb: 35mmBlade length: 22mmNo. of loops: 56
41Deduction to be made from BOQ for Sch 'A' Part -II (Schedule of credit) Amount during AOC.Note: Tenderers shall not quote for this schedule. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57612235
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 2.69 Crore
LAST DATE 19-10-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Provn, Addition And Alteration Of Security Infrastructure At Tk Tptr Under Ge (N) Akhnoor
Basic Detail
Tender No 88023-A/E8
Bidding Type Tender
Location
City Udhampur
State Jammu and Kashmir
Key Dates
Publish Date 19 Sep 2026
Submission Date 19 Oct 2026
Open Date 21 Oct 2026
Finance
Tender Value 2.69 Crore
Tender Fee 2000
EMD 3.44 Lakhs
Exemption Available
Document List
69e8fe84-7ccb-4b09-b583-37f50fdd3267.html
BOQ_885883.xls
TENDERER_compressed_merge_1.pdf
Tendernotice_1 (10).pdf

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Tender Timeline

Sep 19, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 19, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 23 days
Oct 21, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 25 days

Tender Documents

Download All (ZIP) ↓
html

69e8fe84-7ccb-4b09-b583-37f50fdd3267.html

xls

BOQ_885883.xls

pdf

TENDERER_compressed_merge_1.pdf

pdf

Tendernotice_1 (10).pdf

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